53
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 1/53 ANGLE A ND PLATE FRAMED CONNECTION FOR SHEAR Prepaird by Jeemon V G (sree buddha college of engineering ,pattoor,alappuzha) INPUT BEAM MEMBER : COLUMN MEMBER : CLEAT ANGLE : WASHER PLATE : SHEAR FORCE Vu : ISMB 200 ISLC 225 ISA 100x75x10 CLEARENCE :

ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

Embed Size (px)

DESCRIPTION

design

Citation preview

Page 1: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 1/53

ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR 

Prepaird by Jeemon V G (sree buddha college of engineering ,pattoor,alappuzha)

INPUT

BEAM MEMBER :

COLUMN MEMBER :

CLEAT ANGLE :

WASHER PLATE :

SHEAR FORCE Vu :

ISMB 200

ISLC 225

ISA 100x75x10

CLEARENCE :

Page 2: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 2/53

INPUT

BEAM ISMB 400

COLUMN IS MB 450

ANGLE ISA 65 65 6 100

PLATE 50 100 #N/A

CLEARENCE 10

FACTORED SHEAR 140

AZSD

Page 3: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 3/53

I-Sections Channel

ISLB 400 ISMC 400

56.9 kg/m 49.4

72.43 cm2

62.93

400 mm 400

165 mm 100

12.5 mm 15.3

8 mm 8.6

19306.3 cm4

2.42

716.4 cm4

15082.8

16.33 cm 504.8

3.15 cm 15.48

965.3 cm3

2.83

86.8 cm3

754.1

66.6

332.8

33.6

45.710.1

60

70

28

Maximum size of Flange

Rivet

ConnectionDetails

h1

h2

 b1/2

C

g

g1

Modulli of 

SectionZxx cm

3 Raddi of Gyration r yy

Zyy cm3 Modulli of Section Zxx

Modulli of Section Zyy

Moment of 

Inertia

Ixx Centre of Gravity Cyy

Iyy cm4

Ixx cm4

Raddi of 

Gyration

r xx cm Iyy cm4

r yy cm Raddi of Gyration r  xx

Thickness of Flange (tf ) Thickness of Flange (tf )

Thickness of Web (tw) Thickness of Web (tw)

Depth of Section (h) Depth of Section (h)

Width of flange (b) Width of flange (b)

Sectional Area (a) Sectional Area (a)

Weight per Meter (w) Weight per Meter (w)

Page 4: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 4/53

T - Section

ISJT 100

kg/m 5 kg/m

cm2

6.32 cm2

mm 100 mm

mm 60 mm

mm 5 mm

mm 3.4 mm Centre of 

mm 2.81 cm

cm4

63.5 cm4 Distance

cm4

8.6 cm4

cm 3.17 cm

cm 1.17 cm

cm3

8.8 cm3

cm3

2.9 cm3

mm

mm

mmmm

mm

mm

mm

Product

Zyy cm3

Raddi of 

Modulli

Momentr yy cm

Modulli of 

SectionZxx cm

3

Centre of Gravity Cyy

Moment of 

InertiaIxx cm

4

Iyy cm4

Raddi of Gyration

r xx cm

Thickness of Flange (tf ) Thickn

Thickness of Web (tw)

Depth of Section (h) Widt

Width of flange (b) Heig

Sectional Area (a) Sec

Weight per Meter (w) Weig

Page 5: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 5/53

 Angle

20kg/m

25.52 cm2

150 mm

115 mm

10 mm

Cxx cm 4.55 cm

Cyy cm 2.82 cm

exx cm 10.45 cm

eyy cm 8.68 cm

Ixx cm4

573.3 cm4

Iyy cm4

293.4 cm4

Iuu cm4

714.3 cm4

Ivv cm4

152.4 cm4

r xx cm 4.74 cm

r yy cm 3.39 cm

r uu cm5.29

cmr vv cm 2.44 cm

Zxx cm3

54.9 cm3

Zyy cm3 33.8 cm

241 cm4

of Inertia Ixy cm4

Gyration

f Section

of Inertia

ess of Section (t)

of Section (b)

t of Section (h)

ional Area (a)

ISA 150x115x10

t per Meter (w)

Page 6: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 6/53

Type of Section

I-Sections C-Sections T-Sections A

ISJB ISJC ISNT

ISLB ISLC ISHT U

ISMB ISMC ISST Equal

ISWB ISLT Unequal

ISHB ISJT

Page 7: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 7/53

gle Sections

Equal Angles

nequal Angles

ngles Back to Back

Angles Back to Back

Page 8: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 8/53

Weight

 per 

Meter 

(w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thickness

of Flange

(tf )

Thickness

of Web

(tw)

kg cm2 mm mm mm mm

Designation k cm2 mm mm mm2 mm3 Ixx cm4 I cm4 rxx cm r cm Zxx cm3 Z cm3ISHB 150 27.1 34.48 150 150 9 5.4 1455.6 431.7 6.5 3.54 194.1 57.6

ISHB 150 30.6 38.98 150 150 9 8.4 1540 460.3 6.29 3.44 205.3 60.2

ISHB 150 34.6 44.08 150 150 9 11.8 1635.6 494.9 6.09 3.35 218.1 63.2

ISHB 200 37.3 47.54 200 200 9 6.1 3608.4 967.1 8.71 4.51 360.8 96.7

ISHB 200 40 50.94 200 200 9 7.8 3721.8 994.6 8.55 4.42 372.2 98.6

ISHB 225 43.1 54.94 225 225 9.1 6.5 5279.5 1353.8 9.8 4.96 469.3 120.3

ISHB 225 46.8 59.66 225 225 9.1 8.6 5478.8 1396.6 9.58 4.84 487 123

ISHB 250 51 64.96 250 250 9.7 6.9 7736.5 1961.3 10.91 5.49 618.9 156.9

ISHB 250 54.7 69.71 250 250 9.7 8.8 7983.9 2011.7 10.7 5.37 638.7 159.7

ISHB 300 58.8 74.85 300 250 10.6 7.6 12345.2 2193.6 12.95 5.41 836.3 175.5

ISHB 300 63 80.25 300 250 10.6 9.4 12950.2 2246.7 12.7 5.29 863.3 178.4

ISHB 350 67.4 85.91 350 250 11.6 8.3 19159.7 2451.4 14.93 5.34 1094.8 196.1

ISHB 350 72.4 92.21 350 250 11.6 10.1 19802.8 2510.5 14.65 5.22 1131.6 199.4

ISHB 400 77.4 98.66 400 250 12.7 9.1 28083.5 2728.3 16.87 5.26 1404.2 218.3

ISHB 400 82.2 104.66 400 250 12.7 10.6 28823.5 2783 16.61 5.16 1444.2 221.3

ISHB 450 87.2 111.14 450 250 13.7 9.8 39210.8 2985.2 18.78 5.18 1742.7 238.8

ISHB 450 92.5 117.89 450 250 13.7 11.3 40349.9 3045 18.5 5.08 1793.3 242.1ISJB 150 7.1 9.01 150 50 4.6 3 322.1 9.2 5.98 1.01 42.9 3.7

ISJB 175 8.1 10.28 175 50 4.8 3.2 479.3 9.7 6.83 0.97 54.8 3.9

ISJB 200 9.9 12.64 200 60 5 3.4 780.7 17.3 7.86 1.17 78.1 5.8

ISJB 225 12.8 16.28 225 80 5 3.7 1308.5 40.5 8.97 1.58 116.3 10.1

ISLB 100 8 10.21 100 50 6.4 4 168 12.7 4.06 1.12 33.6 5.1

ISLB 125 11.9 15.12 125 75 6.5 4.4 406.8 43.4 5.19 1.69 65.1 11.6

ISLB 150 14.2 18.08 150 80 6.8 4.8 688.2 55.2 6.17 1.75 91.8 13.8

ISLB 175 16.7 21.3 175 90 6.9 5.1 1096.2 79.6 7.17 1.93 125.3 17.7

ISLB 200 19.8 25.27 200 100 7.3 5.4 1696.6 115.4 8.19 2.13 169.7 23.1

ISLB 225 23.5 29.92 225 100 8.6 5.8 2501.9 112.7 9.15 1.94 222.4 22.5

ISLB 250 27.9 35.53 250 125 8.2 6.1 3717.8 193.4 10.23 2.33 297.4 30.9ISLB 275 33 42.02 275 140 8.8 6.4 5375.3 287 11.31 2.61 392.4 41

ISLB 300 37.7 48.08 300 150 9.4 6.7 7332.9 376.2 12.35 2.8 488.9 50.2

ISLB 325 43.1 54.9 325 165 9.8 7 9874.6 510.8 13.41 3.05 607.7 61.9

ISLB 350 49.5 63.01 350 165 11.4 7.4 13158.3 631.9 14.45 3.17 751.9 76.6

ISLB 400 56.9 72.43 400 165 12.5 8 19306.3 716.4 16.33 3.15 965.3 86.8

ISLB 450 65.3 83.14 450 170 13.4 8.6 27536.1 853 18.2 3.2 1223.8 100.4

ISLB 500 75 95.5 500 180 14.1 9.2 38579 1063.9 20.1 3.34 1543.2 118.2

ISLB 550 86.3 109.97 550 190 15 9.9 53161.6 1335.1 21.99 3.48 1933.2 140.5

ISLB 600 99.5 126.69 600 210 15.5 10.5 72867.6 1821.9 23.98 3.79 2428.9 173.5

ISLB 75 6.1 7.71 75 50 5 3.7 72.7 10 3.07 1.14 19.4 4

ISMB 100 11.5 14.6 100 75 7.2 4 257.5 40.8 4.2 1.67 51.5 10.9ISMB 125 13 16.6 125 75 7.6 4.4 449 43.7 5.2 1.62 71.8 11.7

ISMB 150 14.9 19 150 80 7.6 4.8 726.4 52.6 6.18 1.66 96.9 13.1

ISMB 175 19.3 24.62 175 90 8.6 5.5 1272 85 7.19 1.86 145.4 18.9

ISMB 200 25.4 32.33 200 100 10.8 5.7 2235.4 150 8.32 2.15 223.5 30

ISMB 225 31.2 39.72 225 110 11.8 6.5 3441.8 218.3 9.31 2.34 305.9 39.7

ISMB 250 37.3 47.55 250 125 12.5 6.9 5131.6 334.5 10.39 2.65 410.5 53.5

ISMB 300 44.2 56.26 300 140 12.4 7.5 8603.6 453.9 12.37 2.84 573.6 64.8

ISMB 350 52.4 66.71 350 140 14.2 8.1 13630.3 537.7 14.29 2.84 778.9 76.8

ISMB 400 61.6 78.46 400 140 16 8.9 20458.4 422.1 16.15 2.82 1022.9 88.9

ISMB 450 72.4 92.27 450 150 17.4 9.4 30390.8 834 18.15 3.01 1350.7 111.2

ISMB 500 86.9 110.74 500 180 17.2 10.2 45218.3 1369.8 20.21 3.52 1808.7 152.2

ISMB 550 103.7 132.11 550 190 19.3 11.2 64893.6 1833.8 22.16 3.73 2359.8 193

ISMB 600 122.6 156.21 600 210 20.8 12 91813 2651 24.24 4.12 3060.4 252.5

ISWB 150 17 21.67 150 100 7 5.4 839.1 94.8 6.22 2.09 111.9 19

ISWB 175 22 1 28 11 175 125 7 4 5 8 1509 4 188 6 7 33 2 59 172 5 30 2

Designation Moment of Inertia Raddi of Gyration Modulli of Section

Ixx cm4

Iyy cm4 r xx cm r yy cm Zxx cm

3Zyy cm

3

Page 9: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 9/53

ISLC 175 17.6 22.4 175 75 9.5 5.1 1148.4 126.5 7.16 2.38 131.3 24.8

ISLC 200 20.6 26.22 200 75 10.8 5.5 1725.5 146.9 8.11 2.37 172.6 28.5

ISLC 225 24 30.53 225 90 10.2 5.8 2547.9 209.5 9.14 2.62 226.5 32

ISLC 250 28 35.65 250 100 10.7 6.1 3687.9 298.4 10.17 2.89 295 40.9

ISLC 300 33.1 42.11 300 100 11.6 6.7 6047.9 346 11.98 2.87 403.2 46.4

ISLC 350 38.8 49.47 350 100 12.5 7.4 9312.6 394.6 13.72 2.82 532.1 52

ISLC 400 45.7 58.25 400 100 14 8 13989.5 460.4 15.5 2.81 699.5 60.2

ISMC 75 6.8 8.67 75 40 7.3 4.4 76 12.6 2.96 1.21 20.3 4.7

ISMC 100 9.2 11.7 100 50 7.5 4.7 186.7 25.9 4 1.49 37.3 7.5

ISMC 125 12.7 16.19 125 65 8.1 5 416.4 59.9 5.07 1.92 66.6 13.1

ISMC 150 16.4 20.88 150 75 9 5.4 779.4 102.3 6.11 2.21 103.9 19.4

ISMC 175 19.1 24.38 175 75 10.2 5.7 1223.3 121 7.08 2.23 139.8 22.8

ISMC 200 22.1 28.21 200 75 11.4 6.1 1819.3 140.4 8.03 2.23 181.9 26.3

ISMC 225 25.9 33.01 225 80 12.4 6.4 2694.6 187.2 9.03 2.38 239.5 32.8

ISMC 250 30.4 38.67 250 80 14.1 7.1 3816.8 219.1 9.94 2.38 305.3 38.4

ISMC 300 35.8 45.64 300 90 13.6 7.6 6362.8 310.8 11.81 2.61 424.2 46.8ISMC 350 42.1 53.66 350 100 13.5 8.1 10008 430.6 13.66 2.83 571.9 51

ISMC 400 49.4 62.93 400 100 15.3 8.6 15082.8 504.8 15.48 2.83 754.1 66.6

Page 10: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 10/53

Weight per 

Meter (w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange

(b)

Thickness

of Flange

(tf )

Thickness

of Web

(tw)kg cm

2 mm mm mm mm

ISJB 150 7.1 9.01 150 50 4.6 3 322.1

ISJB 175 8.1 10.28 175 50 4.8 3.2 479.3

ISJB 200 9.9 12.64 200 60 5 3.4 780.7

ISJB 225 12.8 16.28 225 80 5 3.7 1308.5

BACK

Designation Moment

Ixx cm4

Page 11: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 11/53

9.2 5.98 1.01 42.9 3.7

9.7 6.83 0.97 54.8 3.9

17.3 7.86 1.17 78.1 5.8

40.5 8.97 1.58 116.3 10.1

of Inertia Raddi of Gyration Modulli of Section

Iyy cm4 r xx cm r yy cm Zxx cm

3Zyy cm

3

Page 12: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 12/53

Weight

 per 

Meter (w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thickness

of Flange

(tf )

Thickness

of Web

(tw)

kg cm2 mm mm mm mm

ISLB 75 6.1 7.71 75 50 5 3.7 72.7 10

ISLB 100 8 10.21 100 50 6.4 4 168 12.7ISLB 125 11.9 15.12 125 75 6.5 4.4 406.8 43.4

ISLB 150 14.2 18.08 150 80 6.8 4.8 688.2 55.2

ISLB 175 16.7 21.3 175 90 6.9 5.1 1096.2 79.6

ISLB 200 19.8 25.27 200 100 7.3 5.4 1696.6 115.4

ISLB 225 23.5 29.92 225 100 8.6 5.8 2501.9 112.7

ISLB 250 27.9 35.53 250 125 8.2 6.1 3717.8 193.4

ISLB 275 33 42.02 275 140 8.8 6.4 5375.3 287

ISLB 300 37.7 48.08 300 150 9.4 6.7 7332.9 376.2

ISLB 325 43.1 54.9 325 165 9.8 7 9874.6 510.8

ISLB 350 49.5 63.01 350 165 11.4 7.4 13158.3 631.9

ISLB 400 56.9 72.43 400 165 12.5 8 19306.3 716.4

ISLB 450 65.3 83.14 450 170 13.4 8.6 27536.1 853

ISLB 500 75 95.5 500 180 14.1 9.2 38579 1063.9

ISLB 550 86.3 109.97 550 190 15 9.9 53161.6 1335.1

ISLB 600 99.5 126.69 600 210 15.5 10.5 72867.6 1821.9

BACK

Designation Moment of Inertia

Ixx cm4

Iyy cm4

Page 13: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 13/53

3.07 1.14 19.4 4

4.06 1.12 33.6 5.15.19 1.69 65.1 11.6

6.17 1.75 91.8 13.8

7.17 1.93 125.3 17.7

8.19 2.13 169.7 23.1

9.15 1.94 222.4 22.5

10.23 2.33 297.4 30.9

11.31 2.61 392.4 41

12.35 2.8 488.9 50.2

13.41 3.05 607.7 61.9

14.45 3.17 751.9 76.6

16.33 3.15 965.3 86.8

18.2 3.2 1223.8 100.4

20.1 3.34 1543.2 118.2

21.99 3.48 1933.2 140.5

23.98 3.79 2428.9 173.5

Raddi of Gyration Modulli of Section

r xx cm r yy cm Zxx cm3

Zyy cm3

Page 14: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 14/53

Weight

 per Meter 

(w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thickness

of Flange

(tf )

Thickness

of Web

(tw)

kg cm2 mm mm mm mm

ISMB 100 11.5 14.6 100 75 7.2 4 257.5 1.67

ISMB 125 13 16.6 125 75 7.6 4.4 449 1.62

ISMB 150 14.9 19 150 80 7.6 4.8 726.4 1.66

ISMB 175 19.3 24.62 175 90 8.6 5.5 1272 1.86

ISMB 200 25.4 32.33 200 100 10.8 5.7 2235.4 2.15

ISMB 225 31.2 39.72 225 110 11.8 6.5 3441.8 2.34

ISMB 250 37.3 47.55 250 125 12.5 6.9 5131.6 2.65

ISMB 300 44.2 56.26 300 140 12.4 7.5 8603.6 2.84

ISMB 350 52.4 66.71 350 140 14.2 8.1 13630.3 2.84

ISMB 400 61.6 78.46 400 140 16 8.9 20458.4 2.82

ISMB 450 72.4 92.27 450 150 17.4 9.4 30390.8 3.01

ISMB 500 86.9 110.74 500 180 17.2 10.2 45218.3 3.52

ISMB 550 103.7 132.11 550 190 19.3 11.2 64893.6 1833.8

ISMB 600 122.6 156.21 600 210 20.8 12 91813 2651

BACK

Designation Moment of Inertia

Ixx cm4

Iyy cm4

Page 15: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 15/53

4.2 1.67 51.5 10.9

5.2 1.62 71.8 11.7

6.18 1.66 96.9 13.1

7.19 1.86 145.4 18.9

8.32 2.15 223.5 30

9.31 2.34 305.9 39.7

10.39 2.65 410.5 53.5

12.37 2.84 573.6 64.8

14.29 2.84 778.9 76.8

16.15 2.82 1022.9 88.9

18.15 3.01 1350.7 111.2

20.21 3.52 1808.7 152.2

22.16 3.73 2359.8 193

24.24 4.12 3060.4 252.5

Raddi of Gyration Modulli of Section

r xx cm r yy cm Zxx cm3

Zyy cm3

Page 16: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 16/53

Weight

 per Meter 

(w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thickness

of Flange

(tf )

Thickness

of Web

(tw)kg cm

2 mm mm mm mm

ISWB 150 17 21.67 150 100 7 5.4 839.1 94.8

ISWB 175 22.1 28.11 175 125 7.4 5.8 1509.4 188.6

ISWB 200 28.8 36.71 200 140 9 6.1 2624.5 328.8

ISWB 225 33.9 43.24 225 150 9.9 6.4 3920.5 448.6

ISWB 250 40.9 52.05 250 200 9 6.7 5943.1 857.5

ISWB 300 48.1 61.33 300 200 10 7.4 9821.6 990.1

ISWB 350 56.9 72.5 350 200 11.4 8 15521.7 1175.9

ISWB 400 66.7 85.01 400 200 13 8.6 23426.7 1388

ISWB 450 79.4 101.15 450 200 15.4 9.2 35057.6 1706.7

ISWB 500 95.2 121.22 500 250 14.7 9.9 52290.9 2987.8

ISWB 550 112.5 143.34 550 250 17.6 10.5 74906.1 3740.6

ISWB 600 133.7 170.38 600 250 21.3 11.2 106198.5 4702.5

ISWB 600 145.1 184.86 600 250 23.6 11.8 115626.6 5298.3

BACK

Designation Moment of Inertia

Ixx cm4

Iyy cm4

Page 17: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 17/53

6.22 2.09 111.9 19

7.33 2.59 172.5 30.2

8.46 2.99 262.5 47

9.52 3.22 348.5 59.8

10.69 4.06 475.4 85.7

12.66 4.02 654.8 99

14.63 4.03 887 117.6

16.6 4.04 1711.3 138.8

18.63 4.11 1558.1 170.7

20.77 4.96 2091.6 239

22.86 5.11 2723.9 299.2

24.97 5.25 3540 376.2

25.01 5.35 3854.2 423.9

Raddi of Gyration Modulli of Section

r xx cm r yy cm Zxx cm3

Zyy cm3

Page 18: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 18/53

Weight

 per Meter 

(w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thickness

of Flange

(tf )

Thickness

of Web

(tw)kg cm

2 mm mm mm mm

ISHB 150 27.1 34.48 150 150 9 5.4 1455.6 431.7

ISHB 150 30.6 38.98 150 150 9 8.4 1540 460.3

ISHB 150 34.6 44.08 150 150 9 11.8 1635.6 494.9

ISHB 200 37.3 47.54 200 200 9 6.1 3608.4 967.1

ISHB 200 40 50.94 200 200 9 7.8 3721.8 994.6

ISHB 225 43.1 54.94 225 225 9.1 6.5 5279.5 1353.8

ISHB 225 46.8 59.66 225 225 9.1 8.6 5478.8 1396.6

ISHB 250 51 64.96 250 250 9.7 6.9 7736.5 1961.3

ISHB 250 54.7 69.71 250 250 9.7 8.8 7983.9 2011.7

ISHB 300 58.8 74.85 300 250 10.6 7.6 12345.2 2193.6

ISHB 300 63 80.25 300 250 10.6 9.4 12950.2 2246.7

ISHB 350 67.4 85.91 350 250 11.6 8.3 19159.7 2451.4

ISHB 350 72.4 92.21 350 250 11.6 10.1 19802.8 2510.5

ISHB 400 77.4 98.66 400 250 12.7 9.1 28083.5 2728.3

ISHB 400 82.2 104.66 400 250 12.7 10.6 28823.5 2783

ISHB 450 87.2 111.14 450 250 13.7 9.8 39210.8 2985.2

ISHB 450 92.5 117.89 450 250 13.7 11.3 40349.9 3045

BACK

Designation Moment of Inertia

Ixx cm4

Iyy cm4

Page 19: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 19/53

6.5 3.54 194.1 57.6

6.29 3.44 205.3 60.2

6.09 3.35 218.1 63.2

8.71 4.51 360.8 96.7

8.55 4.42 372.2 98.6

9.8 4.96 469.3 120.3

9.58 4.84 487 123

10.91 5.49 618.9 156.9

10.7 5.37 638.7 159.7

12.95 5.41 836.3 175.5

12.7 5.29 863.3 178.4

14.93 5.34 1094.8 196.1

14.65 5.22 1131.6 199.4

16.87 5.26 1404.2 218.3

16.61 5.16 1444.2 221.3

18.78 5.18 1742.7 238.8

18.5 5.08 1793.3 242.1

Raddi of Gyration Modulli of Section

r xx cm r yy cm Zxx cm3

Zyy cm3

Page 20: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 20/53

Weight

 per 

Mete

(w)

Section

al Area

(a)

Depth of 

Section

(h)

Width of 

flange (b)

Thicknes

s of 

Flange

(tf )

Thicknes

s of Web

(tw)

Centre of 

Gravity

Cyy

Raddi of 

Gyration

r xx

Raddi of 

Gyration

r yy

Modulli

of 

Section

Zxx

Modulli

of 

Section

Zyy

Maximu

m size of 

Flange

Rivet

kg cm2 mm mm mm mm  cm  cm cm cm3 cm3 h1 h2  b1/2

C g g1mm

mm mm mm mm mm

 

mm

ISJC 100 5.8 7.41 100 45 5.1 3 1.4 123.8 14.9 4.09 1.42 24.8 4.8 77 11.5 21 4.5 25 50 12

ISJC 125 7.9 10.07 125 50 6.6 3 1.64 270 25.7 5.18 1.6 43.2 7.6 98.9 13.1 23.5 4.5 28 50 16

ISJC 150 9.9 12.65 150 55 6.9 3.6 1.66 471.1 37.9 6.1 1.73 62.8 9.9 121.2 14.4 25.7 5.1 30 50 20

ISJC 175 11.2 14.24 175 60 6.9 3.6 1.75 719.9 50.5 7.11 1.88 82.3 11.9 146.1 14.5 28.2 5.1 35 50 20

ISJC 200 13.9 17.77 200 70 7.1 4.1 1.97 1161.2 84.2 8.08 2.18 116.1 16.7 168.5 15.8 33 5.6 40 50 22

ISLC 75 5.7 7.26 75 40 6 3.7 1.35 66.1 11.5 3.02 1.26 17.6 4.3 50.4 12.3 18.2 5.2 21 50 12

ISLC 100 7.9 10.02 100 50 6.4 4 1.62 164.7 24.8 4.06 1.57 32.9 7.3 74.3 12.8 23 5.5 28 50 16

ISLC 125 10.7 13.67 125 65 6.6 4.4 2.04 356.8 57.2 5.11 2.05 57.1 12.8 96.6 14.2 30.3 5.9 35 50 22

ISLC 150 14.4 18.36 150 75 7.8 4.8 2.38 697.2 103.2 6.16 2.37 93 20.2 117 16.5 35.1 6.3 40 50 25

ISLC 175 17.6 22.4 175 75 9.5 5.1 2.4 1148.4 126.5 7.16 2.38 131.3 24.8 138.6 18.2 35 6.6 40 55 25

ISLC 200 20.6 26.22 200 75 10.8 5.5 2.35 1725.5 146.9 8.11 2.37 172.6 28.5 160 20 34.8 7 40 55 25

ISLC 225 24 30.53 225 90 10.2 5.8 2.46 2547.9 209.5 9.14 2.62 226.5 32 175.9 24.5 42.1 7.3 50 60 28

ISLC 250 28 35.65 250 100 10.7 6.1 2.7 3687.9 298.4 10.17 2.89 295 40.9 198.9 25.5 47 7.6 60 60 28

ISLC 300 33.1 42.11 300 100 11.6 6.7 2.55 6047.9 346 11.98 2.87 403.2 46.4 245.4 27.3 46.7 8.2 60 60 28

ISLC 350 38.8 49.47 350 100 12.5 7.4 2.41 9312.6 394.6 13.72 2.82 532.1 52 291.9 29.1 46.3 8.9 60 65 28

ISLC 400 45.7 58.25 400 100 14 8 2.36 13989.5 460.4 15.5 2.81 699.5 60.2 337.1 31.4 46 9.5 60 65 28

ISMC 75 6.8 8.67 75 40 7.3 4.4 1.31 76 12.6 2.96 1.21 20.3 4.7 41.4 16.8 17.8 5.9 21 50 12

ISMC 100 9.2 11.7 100 50 7.5 4.7 1.53 186.7 25.9 4 1.49 37.3 7.5 64 18 22.7 6.2 28 50 16

ISMC 125 12.7 16.19 125 65 8.1 5 1.94 416.4 59.9 5.07 1.92 66.6 13.1 85.4 19.8 30 6.5 35 55 22

ISMC 150 16.4 20.88 150 75 9 5.4 2.22 779.4 102.3 6.11 2.21 103.9 19.4 106.7 21.7 34.8 6.9 40 55 25

ISMC 175 19.1 24.38 175 75 10.2 5.7 2.2 1223.3 121 7.08 2.23 139.8 22.8 128.4 23.3 34.7 7.2 40 55 25

ISMC 200 22.1 28.21 200 75 11.4 6.1 2.17 1819.3 140.4 8.03 2.23 181.9 26.3 150.2 24.9 34.5 7.6 40 60 25

ISMC 225 25.9 33.01 225 80 12.4 6.4 2.3 2694.6 187.2 9.03 2.38 239.5 32.8 170.9 27.1 36.8 7.9 45 60 25

ISMC 250 30.4 38.67 250 80 14.1 7.1 2.3 3816.8 219.1 9.94 2.38 305.3 38.4 192.5 28.7 36.5 8.6 45 65 25

ISMC 300 35.8 45.64 300 90 13.6 7.6 2.36 6362.8 310.8 11.81 2.61 424.2 46.8 240.7 29.6 41.2 9.1 50 65 28

ISMC 350 42.1 53.66 350 100 13.5 8.1 2.44 10008 430.6 13.66 2.83 571.9 51 288.1 30.9 46 9.6 60 65 28

ISMC 400 49.4 62.93 400 100 15.3 8.6 2.42 15082.8 504.8 15.48 2.83 754.1 66.6 332.8 33.6 45.7 10.1 60 70 28

Designati

onIxx cm

4Iyy cm

4

Connection Details

Page 21: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 21/53

ISJC 100

ISJC 125

ISJC 150

ISJC 175

ISJC 200

ISLC 75

ISLC 100ISLC 125

ISLC 150

ISLC 175

ISLC 200

ISLC 225

ISLC 250

ISLC 300

ISLC 350

ISLC 400

ISMC 75

ISMC 100ISMC 125

ISMC 150

ISMC 175

ISMC 200

ISMC 225

ISMC 250

ISMC 300

ISMC 350

ISMC 400

Designati

on

Page 22: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 22/53

Weight

 per Mete

(w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thickness

of Flange

(tf )

Thickness

of Web

(tw)

Centre of 

Gravity

Cyy

kg cm2 mm mm mm mm  cm

ISJC 100 5.8 7.41 100 45 5.1 3 1.4 123.8

ISJC 125 7.9 10.07 125 50 6.6 3 1.64 270

ISJC 150 9.9 12.65 150 55 6.9 3.6 1.66 471.1

ISJC 175 11.2 14.24 175 60 6.9 3.6 1.75 719.9

ISJC 200 13.9 17.77 200 70 7.1 4.1 1.97 1161.2

Designation Ixx cm4

Page 23: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 23/53

Raddi of 

Gyration

r xx

Raddi of 

Gyration

r yy

Modulli

of 

SectionZxx

Modulli

of 

SectionZyy

cm cm cm

3cm

3h1 h2  b1/2

C

mm mm mm mm

14.9 4.09 1.42 24.8 4.8 77 11.5 21 4.5

25.7 5.18 1.6 43.2 7.6 98.9 13.1 23.5 4.5

37.9 6.1 1.73 62.8 9.9 121.2 14.4 25.7 5.1

50.5 7.11 1.88 82.3 11.9 146.1 14.5 28.2 5.1

84.2 8.08 2.18 116.1 16.7 168.5 15.8 23 5.6

BACK

Iyy cm4

Connection Details

Page 24: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 24/53

Maximum

size of 

FlangeRivet

g g1mm

mm

 

mm

25 50 12 ISJC 100

28 50 16 ISJC 125

30 50 20 ISJC 150

35 50 20 ISJC 175

40 50 22 ISJC 200

 

Designation

Page 25: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 25/53

Weight

 per Mete

(w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange

(b)

Thickness

of Flange

(tf )

Thickness

of Web

(tw)

Centre of 

Gravity

Cyy

kg cm2 mm mm mm mm  cm

ISLC 75 5.7 7.26 75 40 6 3.7 1.35

ISLC 100 7.9 10.02 100 50 6.4 4 1.62

ISLC 125 10.7 13.67 125 65 6.6 4.4 2.04

ISLC 150 14.4 18.36 150 75 7.8 4.8 2.38

ISLC 175 17.6 22.4 175 75 9.5 5.1 2.4

ISLC 200 20.6 26.22 200 75 10.8 5.5 2.35

ISLC 225 24 30.53 225 90 10.2 5.8 2.46

ISLC 250 28 35.65 250 100 10.7 6.1 2.7

ISLC 300 33.1 42.11 300 100 11.6 6.7 2.55

ISLC 350 38.8 49.47 350 100 12.5 7.4 2.41

ISLC 400 45.7 58.25 400 100 14 8 2.36

Designation

Page 26: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 26/53

Raddi of 

Gyration

r xx

Raddi of 

Gyration

r yy

Modulli

of 

Section

Zxx

Modulli

of 

Section

Zyy

cm cm cm

3cm

3 h1 h2  b1/2

mm mm mm

66.1 11.5 3.02 1.26 17.6 4.3 50.4 12.3 18.2

164.7 24.8 4.06 1.57 32.9 7.3 74.3 12.8 23

356.8 57.2 5.11 2.05 57.1 12.8 96.6 14.2 30.3

697.2 103.2 6.16 2.37 93 20.2 117 16.5 35.1

1148.4 126.5 7.16 2.38 131.3 24.8 138.6 18.2 35

1725.5 146.9 8.11 2.37 172.6 28.5 160 20 34.8

2547.9 209.5 9.14 2.62 226.5 32 175.9 24.5 42.1

3687.9 298.4 10.17 2.89 295 40.9 198.9 25.5 47

6047.9 346 11.98 2.87 403.2 46.4 245.4 27.3 46.7

9312.6 394.6 13.72 2.82 532.1 52 291.9 29.1 46.3

13989.5 460.4 15.5 2.81 699.5 60.2 337.1 31.4 46

BACK

Ixx cm4

Iyy cm4

Connecti

Page 27: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 27/53

Maximum

size of 

FlangeRivet

C g g1mm

mm mm

 

mm

5.2 21 50 12 ISLC 75

5.5 28 50 16 ISLC 100

5.9 35 50 22 ISLC 125

6.3 40 50 25 ISLC 150

6.6 40 55 25 ISLC 175

7 40 55 25 ISLC 200

7.3 50 60 28 ISLC 225

7.6 60 60 28 ISLC 250

8.2 60 60 28 ISLC 300

8.9 60 65 28 ISLC 350

9.5 60 65 28 ISLC 400

n Details

Designation

Page 28: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 28/53

Weight

 per Mete

(w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thickness

of Flange

(tf )

Thickness

of Web

(tw)

Centre of 

Gravity

Cyy

kg cm2 mm mm mm mm  cm

ISMC 75 6.8 8.67 75 40 7.3 4.4 1.31 76

ISMC 100 9.2 11.7 100 50 7.5 4.7 1.53 186.7

ISMC 125 12.7 16.19 125 65 8.1 5 1.94 416.4

ISMC 150 16.4 20.88 150 75 9 5.4 2.22 779.4

ISMC 175 19.1 24.38 175 75 10.2 5.7 2.2 1223.3

ISMC 200 22.1 28.21 200 75 11.4 6.1 2.17 1819.3

ISMC 225 25.9 33.01 225 80 12.4 6.4 2.3 2694.6

ISMC 250 30.4 38.67 250 80 14.1 7.1 2.3 3816.8

ISMC 300 35.8 45.64 300 90 13.6 7.6 2.36 6362.8

ISMC 350 42.1 53.66 350 100 13.5 8.1 2.44 10008

ISMC 400 49.4 62.93 400 100 15.3 8.6 2.42 15082.8

Designation Ixx cm4

Page 29: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 29/53

Raddi of 

Gyration

r xx

Raddi of 

Gyration

r yy

Modulli

of 

SectionZxx

Modulli

of 

SectionZyy

cm cm cm

3cm

3h1 h2  b1/2

C

mm mm mm mm

12.6 2.96 1.21 20.3 4.7 41.4 16.8 17.8 5.9

25.9 4 1.49 37.3 7.5 64 18 22.7 6.2

59.9 5.07 1.92 66.6 13.1 85.4 19.8 30 6.5

102.3 6.11 2.21 103.9 19.4 106.7 21.7 34.8 6.9

121 7.08 2.23 139.8 22.8 128.4 23.3 34.7 7.2

140.4 8.03 2.23 181.9 26.3 150.2 24.9 34.5 7.6

187.2 9.03 2.38 239.5 32.8 170.9 27.1 36.8 7.9

219.1 9.94 2.38 305.3 38.4 192.5 28.7 36.5 8.6

310.8 11.81 2.61 424.2 46.8 240.7 29.6 41.2 9.1

430.6 13.66 2.83 571.9 51 288.1 30.9 46 9.6

504.8 15.48 2.83 754.1 66.6 332.8 33.6 45.7 10.1

BACK

Iyy cm4

Connection Details

Page 30: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 30/53

Maximu

m size of 

FlangeRivet

g g1mm

mm m n)

21 50 12 ISMC 75

28 50 16 ISMC 100

35 55 22 ISMC 125

40 55 25 ISMC 150

40 55 25 ISMC 175

40 60 25 ISMC 200

45 60 25 ISMC 225

45 65 25 ISMC 250

50 65 28 ISMC 300

60 65 28 ISMC 350

60 70 28 ISMC 400

 

Designation

Page 31: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 31/53

Weight

 per 

Meter 

(w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thicknes

s of 

Flange

(tf )

Thicknes

s of Web

(tw)

Centre of 

Gravity

Cyy

kg cm2 mm mm mm mm  cm

ISNT 20 0.9 1.13 20 20 3 3 0.6 0.4 0.2 0.59 0.39 0.3 0.2

ISNT 30 1.4 1.75 30 30 3 3 0.83 1.4 0.6 0.89 0.57 0.6 0.4

ISNT 40 3.5 4.48 40 40 6 6 1.2 6.3 3 1.18 0.82 2.2 1.5

ISNT 50 4.5 5.7 50 50 6 6 1.44 12.7 5.9 1.5 1.02 3.6 2.4

ISNT 60 5.4 6.9 60 60 6 6 1.67 22.5 10.1 1.81 1.21 5.2 3.4

ISNT 80 9.6 12.25 80 80 8 8 2.23 71.2 32.3 2.41 1.62 12.3 8.1

ISNT 100 15 19.1 100 100 10 10 2.79 173.8 79.9 3.02 2.05 24.1 16ISNT 150 22.8 29.08 150 150 10 10 3.95 603.8 267.5 4.56 3.03 54.6 35.7

ISHT 75 15.3 19.49 75 150 9 8.4 1.62 96.2 230.2 2.22 3.44 16.4 30.1

ISHT 100 20 25.47 100 200 9 7.8 1.91 193.8 497.3 2.76 4.42 24 49.3

ISHT 125 27.4 34.85 125 250 9.7 8.8 2.37 415.4 1005.8 3.45 5.37 41 79.9

ISHT 150 29.4 37.42 150 250 10.6 7.6 2.66 573.7 1096.8 3.92 5.41 46.5 87.7

ISST 100 8.1 10.37 100 50 10 5.8 3.03 99 9.6 3.09 0.96 14.2 3.8

ISST 150 15.7 19.96 150 75 11.6 8 4.75 450.2 37 4.75 1.36 43.9 9.9

ISST 200 28.4 36.22 200 165 12.5 8 4.78 1267.8 358.2 5.92 3.15 83.3 43.4

ISST 250 37.5 47.75 250 180 14.1 9.2 6.4 2774.4 532 7.62 3.34 149.2 59.1

ISLT 50 4 5.11 50 50 6.4 4 1.19 9.9 6.4 1.39 1.12 2.6 2.5

ISLT 75 7.1 9.04 75 80 6.8 4.8 1.72 41.9 27.6 2.15 1.75 7.2 6.9

ISLT 100 12.7 16.16 100 100 10.8 5.7 2.13 116.6 75 2.69 2.15 14.8 15

ISJT 75 3.5 4.5 75 50 4.6 3 2 24.8 4.6 2.35 1.01 4.5 1.8

ISJT 87.5 4 5.14 87.5 50 4.8 3.2 2.5 39 4.8 2.75 0.97 6.2 1.9

ISJT 100 5 6.32 100 60 5 3.4 2.81 63.5 8.6 3.17 1.17 8.8 2.9

ISJT 112.5 6.4 8.14 112.5 80 5 3.7 3.01 101.6 20.2 3.53 1.58 12.3 5.1

Designatio

n

Moment of Inertia Raddi of Gyration Modulli of Section

Ixx cm4

Iyy cm4 r xx cm r yy cm Zxx cm

3Zyy cm

3

Page 32: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 32/53

Weight

 per 

Meter (w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thickness

of Flange

(tf )

Thickness

of Web (tw)

Centre of 

Gravity

Cyy

kg cm2 mm mm mm mm  cm

ISNT 20 0.9 1.13 20 20 3 3 0.6 0.4

ISNT 30 1.4 1.75 30 30 3 3 0.83 1.4

ISNT 40 3.5 4.48 40 40 6 6 1.2 6.3ISNT 50 4.5 5.7 50 50 6 6 1.44 12.7

ISNT 60 5.4 6.9 60 60 6 6 1.67 22.5

ISNT 80 9.6 12.25 80 80 8 8 2.23 71.2

ISNT 100 15 19.1 100 100 10 10 2.79 173.8

ISNT 150 22.8 29.08 150 150 10 10 3.95 603.8

BACK

Designatio

n

Moment

Ixx cm4

Page 33: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 33/53

0.2 0.59 0.39 0.3 0.2

0.6 0.89 0.57 0.6 0.4

3 1.18 0.82 2.2 1.55.9 1.5 1.02 3.6 2.4

10.1 1.81 1.21 5.2 3.4

32.3 2.41 1.62 12.3 8.1

79.9 3.02 2.05 24.1 16

267.5 4.56 3.03 54.6 35.7

of Inertia Raddi of Gyration Modulli of Section

Iyy cm4 r xx cm r yy cm Zxx cm

3Zyy cm

3

Page 34: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 34/53

Weight

 per 

Meter (w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thickness

of Flange

(tf )

Thickness

of Web (tw)

Centre of 

Gravity

Cyy

kg cm2 mm mm mm mm  cm

ISHT 75 75 19.49 75 150 9 8.4 1.62 96.2

ISHT 100 100 25.47 100 200 9 7.8 1.91 193.8

ISHT 125 125 34.85 125 250 9.7 8.8 2.37 415.4ISHT 150 150 37.42 150 250 10.6 7.6 2.66 573.7

BACK

Designatio

n

Moment

Ixx cm4

Page 35: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 35/53

230.2 2.22 3.44 16.4 30.1

497.3 2.76 4.42 24 49.3

1005.8 3.45 5.37 41 79.91096.8 3.92 5.41 46.5 87.7

of Inertia Raddi of Gyration Modulli of Section

Iyy cm4 r xx cm r yy cm Zxx cm

3Zyy cm

3

Page 36: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 36/53

Weight

 per 

Meter 

(w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange

(b)

Thickness

of Flange

(tf )

Thickness

of Web (tw)

Centre of 

Gravity

Cyy

kg cm2 mm mm mm mm  cm

ISST 100 8.1 10.37 100 50 10 5.8 3.03 99

ISST 150 15.7 19.96 150 75 11.6 8 4.75 450.2

ISST 200 28.4 36.22 200 165 12.5 8 4.78 1267.8

ISST 250 37.5 47.75 250 180 14.1 9.2 6.4 2774.4

BACK

Designatio

n

Moment

Ixx cm4

Page 37: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 37/53

9.6 3.09 0.96 14.2 3.8

37 4.75 1.36 43.9 9.9

358.2 5.92 3.15 83.3 43.4

532 7.62 3.34 149.2 59.1

of Inertia Raddi of Gyration Modulli of Section

Iyy cm4 r xx cm r yy cm Zxx cm

3Zyy cm

3

Page 38: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 38/53

Weight

 per 

Meter 

(w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thickness

of Flange

(tf )

Thickness

of Web (tw)

Centre of 

Gravity

Cyy

kg cm2 mm mm mm mm  cm

ISLT 50 4 5.11 50 50 6.4 4 1.19 9.9

ISLT 75 7.1 9.04 75 80 6.8 4.8 1.72 41.9

ISLT 100 12.7 16.16 100 100 10.8 5.7 2.13 116.6

BACK

Designatio

n

Moment

Ixx cm4

Page 39: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 39/53

6.4 1.39 1.12 2.6 2.5

27.6 2.15 1.75 7.2 6.9

75 2.69 2.15 14.8 15

of Inertia Raddi of Gyration Modulli of Section

Iyy cm4 r xx cm r yy cm Zxx cm

3Zyy cm

3

Page 40: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 40/53

Weight

 per 

Meter 

(w)

Sectional

Area (a)

Depth of 

Section

(h)

Width of 

flange (b)

Thickness

of Flange

(tf )

Thickness

of Web (tw)

Centre of 

Gravity

Cyy

kg cm2 mm mm mm mm  cm

ISJT 75 3.5 4.5 75 50 4.6 3 2 24.8

ISJT 87.5 4 5.14 87.5 50 4.8 3.2 2.5 39

ISJT 100 5 6.32 100 60 5 3.4 2.81 63.5ISJT 112.5 6.4 8.14 112.5 80 5 3.7 3.01 101.6

BACK

Designatio

n

Moment

Ixx cm4

Page 41: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 41/53

4.6 2.35 1.01 4.5 1.8

4.8 2.75 0.97 6.2 1.9

8.6 3.17 1.17 8.8 2.920.2 3.53 1.58 12.3 5.1

of Inertia Raddi of Gyration Modulli of Section

Iyy cm4 r xx cm r yy cm Zxx cm

3Zyy cm

3

Moment of Inertia Raddi of Gyration Moduli ofDi t fSectional W i ht C t f

Page 42: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 42/53

Ixx=Iyy

cm4 Iuu cm

4Ivv cm

4 r xx=r yy

cmr uu cm r vv cm

ISA 2020 3 1.12 0.9 0.59 1.41 0.4 0.6 0.2 0.58 0.73 0.37 0.3 0.2 ISA 2020

4 1.45 1.1 0.63 1.37 0.5 0.8 0.2 0.58 0.72 0.37 0.4 0.3

ISA 2525 3 1.41 1.1 0.71 1.79 0.8 1.2 0.3 0.73 0.93 0.47 0.4 0.4 ISA 2525

4 1.84 1.4 0.75 1.75 1 1.6 0.4 0.73 0.91 0.47 0.6 0.6

5 2.25 1.8 0.79 1.71 1.2 1.8 0.5 0.72 0.91 0.47 0.7 0.7

ISA 3030 3 1.73 1.4 0.83 2.17 1.4 2.2 0.6 0.89 1.13 0.57 0.6 0.8 ISA 3030

4 2.26 1.8 0.87 2.13 1.8 2.8 0.7 0.89 1.12 0.57 0.8 1

5 2.77 2.2 0.92 2.08 2.1 3.4 0.9 0.88 1.11 0.57 1 1.2

ISA 3535 3 2.03 1.6 0.95 2.55 2.3 3.6 0.9 1.05 1.33 0.67 0.9 1.3 ISA 3535

4 2.66 2.1 1 2.5 2.9 4.7 1.2 1.05 1.32 0.67 1.2 1.7

5 3.27 2.6 1.04 2.46 3.5 5.6 1.5 1.04 1.31 0.67 1.4 2.1

6 3.86 3 1.08 2.42 4.1 6.5 1.7 1.03 1.29 0.67 1.7 2.4

ISA 4040 3 2.34 1.8 1.08 2.92 3.4 5.5 1.4 1.21 1.54 0.77 1.2 2 ISA 4040

4 3.07 2.4 1.12 2.88 4.5 7.1 1.8 1.21 1.53 0.77 1.6 2.6

5 3.78 3 1.16 2.84 5.4 8.6 2.2 1.2 1.51 0.77 1.9 3.2

6 4.47 3.5 1.2 2.8 6.3 10 2.6 1.19 1.5 0.77 2.3 3.7

ISA 4545 3 2.64 2.1 1.2 3.3 5 8 2 1.38 1.74 0.87 1.5 2.9 ISA 45454 3.47 2.7 1.25 3.25 6.5 10.4 2.6 1.37 1.73 0.87 2 3.8

5 4.28 3.4 1.29 3.21 7.9 12.6 3.2 1.36 1.72 0.87 2.5 4.6

6 5.07 4 1.33 3.17 9.2 14.6 3.8 1.35 1.7 0.87 2.9 5.4

ISA 5050 3 2.95 2.3 1.32 3.68 6.9 11.1 2.8 1.53 1.94 0.97 1.9 4.1 ISA 5050

4 3.88 3 1.37 3.63 9.1 14.5 3.6 1.53 1.93 0.97 2.5 5.3

5 4.79 3.8 1.41 3.59 11 17.6 4.5 1.52 1.92 0.97 3.1 6.5

6 5.68 4.5 1.45 3.55 12.9 20.6 5.3 1.51 1.9 0.96 3.6 7.6

ISA 5555 5 5.27 4.1 1.53 3.97 14.7 23.5 5.9 1.67 2.11 1.06 3.7 8.6 ISA 5555

6 6.26 4.9 1.57 3.93 17.3 27.5 7 1.66 2.1 1.06 4.4 10.18 8.18 6.4 1.65 3.85 22 34.9 9.1 1.64 2.07 1.06 5.7 12.8

10 10.02 7.9 1.72 3.78 26.3 41.5 11.2 1.62 2.03 1.06 7 15.1

ISA 6060 5 5.75 4.5 1.65 4.35 19.2 30.6 7.7 1.82 2.31 1.16 4.4 11.3 ISA 6060

6 6.84 5.4 1.69 4.31 22.6 36 9.1 1.82 2.29 1.15 5.2 13.3

8 8.96 7 1.77 4.23 29 46 11.9 1.8 2.27 1.15 6.8 16.9

10 11 8.6 1.85 4.15 34.8 54.9 14.6 1.78 2.23 1.15 8.4 20.1

ISA 6565 5 6.25 4.9 1.77 4.73 24.7 39.4 9.9 1.99 2.51 1.26 5.2 14.5 ISA 6565

6 7.44 5.8 1.81 4.69 29.1 46.5 11.7 1.98 2.5 1.26 6.2 17.2

8 9.76 7.7 1.89 4.61 37.4 59.5 15.3 1.96 2.47 1.25 8.1 22

10 12 9.4 1.97 4.53 45 71.3 18.8 1.94 2.44 1.25 9.9 26.2

ISA 7070 5 6.77 5.3 1.89 5.11 31.1 49.8 12.5 2.15 2.71 1.36 6.1 18.4 ISA 7070

6 8.06 6.3 1.94 5.06 36.8 58.8 14.8 2.14 2.7 1.36 7.3 21.7

8 10.58 8.3 2.02 4.98 47.4 75.5 19.3 2.12 2.67 1.35 9.5 27.9

10 13.02 10.2 2.1 4.9 57.2 90.7 23.7 2.1 2.64 1.35 11.7 33.3

Moment of Inertia Raddi of Gyration Moduli of 

Section Zxx=Zyy

cm3

Product of 

Inertia Ixy cm4 Designation

Distance of 

Extreme fibre

exx=eyy cm

DesignationThickness

t (mm)

Sectional

Area (a)

cm2

Weight

 per meter 

(w) kg

Centre of 

Gravity Cxx=Cyy

cm

ISA 7575 5 7 27 5 7 2 02 5 48 38 7 61 9 15 5 2 31 2 92 1 46 7 1 22 8 ISA 7575

Page 43: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 43/53

ISA 7575 5 7.27 5.7 2.02 5.48 38.7 61.9 15.5 2.31 2.92 1.46 7.1 22.8 ISA 7575

6 8.66 6.8 2.06 5.44 45.7 73.1 18.4 2.3 2.91 1.46 8.4 27

8 11.38 8.9 2.14 5.36 59 94.1 24 2.28 2.88 1.45 11 34.8

10 14.02 11 2.22 5.28 71.4 113.3 29.4 2.26 2.84 1.45 13.5 41.7

ISA 8080 6 9.29 7.3 2.18 5.28 56 89.6 22.5 2.46 3.11 1.56 9.6 33 ISA 8080

8 12.21 9.6 2.27 5.73 72.5 115.6 29.4 2.44 3.08 1.55 12.6 42.7

10 15.05 11.8 2.34 5.66 87.7 139.5 36 2.41 3.04 1.55 15.5 51.4

12 17.81 14 2.42 5.58 101.9 161.4 42.4 2.39 3.01 1.54 18.3 59.2

ISA 9090 6 10.47 8.2 2.42 6.58 80.1 128.1 32 2.77 3.5 1.75 12.2 47.2 ISA 9090

8 13.79 10.8 2.51 6.49 104.2 166.4 42 2.75 3.47 1.75 16 61.5

10 17.03 13.4 2.59 6.41 126.7 201.9 51.6 2.73 3.44 1.74 19.8 74.5

12 20.19 15.8 2.66 6.34 147.9 234.9 60.9 2.71 3.41 1.74 23.3 86.5

ISA 100100 6 11.67 9.2 2.67 7.33 111.3 178.1 44.5 3.09 3.91 1.95 15.2 65.7 ISA 1001008 15.39 12.1 2.76 7.24 145.1 231.8 58.4 3.07 3.88 1.95 20 85.8

10 19.03 14.9 2.84 7.16 177 282.2 71.8 3.05 3.85 1.94 24.7 104.4

12 22.59 17.7 2.92 7.08 207 329.3 84.7 3.03 3.82 1.94 29.2 121.6

ISA 110110 8 17.02 13.4 3 8 195 311.7 78.2 3.38 4.28 2.14 24.4 115.1 ISA 110110

10 21.06 16.5 3.08 7.92 238.4 380.5 96.3 3.36 4.25 2.14 30.1 140.6

12 25.02 19.6 3.16 7.84 279.6 445.3 113.8 3.34 4.22 2.13 35.7 164.5

15 30.81 24.2 3.27 7.73 337.4 535.4 139.3 3.31 4.17 2.13 43.7 197

ISA 130130 8 20.22 15.9 3.5 9.5 328.3 525.1 131.4 4.03 5.1 2.55 34.5 194.2 ISA 130130

10 25.06 19.7 3.58 9.42 402.7 643.4 162.1 4.01 5.07 2.54 42.7 238.3

12 29.82 23.4 3.66 9.34 473.8 755.9 191.8 3.99 5.03 2.54 50.7 279.9

15 36.81 28.9 3.78 9.22 574.6 914.2 235 3.95 4.98 2.53 62.3 337.8

ISA 150150 10 29.03 22.8 4.06 10.94 622.4 995.4 249.4 4.63 5.86 2.93 56.9 368.2 ISA 150150

12 34.59 27.2 4.14 10.86 735.4 1174.8 296 4.61 5.83 2.93 67.7 435

15 42.78 33.6 4.26 10.74 896.8 1429.7 363.8 4.58 5.78 2.92 83.5 529.1

18 50.79 39.9 4.38 10.62 1048 1668.2 429.5 4.54 5.73 2.91 98.7 616

ISA 200200 12 46.61 36.6 5.36 14.64 1788.9 2862 715.9 6.2 7.84 3.92 122.2 1058.9 ISA 200200

15 57.8 45.4 5.49 14.51 2197.7 3511.8 883.7 6.17 7.79 3.91 151.4 1301.218 68.81 54 5.61 14.39 2588.7 4130.8 1046.5 6.13 7.75 3.9 179.9 1530.5

25 93.8 73.6 5.88 14.12 3436 5460.9 1411.6 6.05 7.63 3.88 243.3 2015.7

Moment of Inertia Raddi of Gyration Moduli of Section ProductDistance of Sectional Weight Centre of Gravity

Page 44: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 44/53

Cxx cm Cyy cm exx cm eyy cm Ixx cm4

Iyy cm4

Iuu cm4

Ivv cm4 r xx cm r yy cm r uu cm r vv cm Zxx cm

3Zyy cm

3

ISA 3020 3 1.41 1.1 0.98 0.49 2.02 1.51 1.2 0.4 1.4 0.2 0.92 0.54 0.99 0.41 0.6 0.3 0.4 ISA 3020

4 1.84 1.4 1.02 0.53 1.98 1.47 1.5 0.5 1.8 0.3 0.92 0.54 0.98 0.41 0.8 0.4 0.5

5 2.25 1.8 1.06 0.57 1.94 1.43 1.9 0.6 2.1 0.4 0.91 0.53 0.97 0.41 1 0.4 0.6

ISA 4025 3 1.88 1.5 1.3 0.57 2.7 1.93 3 0.9 3.3 0.5 1.25 0.68 1.33 0.52 1.1 0.5 0.9 ISA 4025

4 2.46 1.9 1.35 0.62 2.65 1.88 3.8 1.1 4.3 0.7 1.25 0.68 1.32 0.52 1.4 0.6 1.2

5 3.02 2.4 1.39 0.66 2.61 1.84 4.6 1.4 5.1 0.8 1.24 0.67 1.31 0.52 1.8 0.7 1.4

6 3.56 2.8 1.43 0.69 2.57 1.81 5.4 1.6 5.9 1 1.23 0.66 1.29 0.52 2.1 0.9 1.6

ISA 4530 3 2.18 1.7 1.42 0.69 3.08 2.31 4.4 1.5 5 0.9 1.42 0.84 1.52 0.63 1.4 0.7 1.5 ISA 4530

4 2.86 2.2 1.47 0.73 3.03 2.27 5.7 2 6.5 1.1 1.41 0.84 1.51 0.63 1.9 0.9 1.95 3.52 2.8 1.51 0.77 2.99 2.23 6.9 2.4 7.9 1.4 1.4 0.83 1.5 0.63 2.3 1.1 2.3

6 4.16 3.3 1.55 0.81 2.95 2.19 8 2.8 9.2 1.7 1.39 0.82 1.49 0.63 2.7 1.3 2.7

ISA 5030 3 2.34 1.8 1.63 0.65 3.37 2.35 5.9 1.6 6.5 1 1.59 0.82 1.67 0.65 1.7 0.7 1.7 ISA 5030

4 3.07 2.4 1.68 0.7 3.33 2.3 7.7 2.1 8.5 1.2 1.58 0.82 1.66 0.63 2.3 0.9 2.3

5 3.78 3 1.72 0.74 3.28 2.26 9.3 2.5 10.3 1.5 1.57 0.81 1.65 0.63 2.8 1.1 2.7

6 4.47 3.5 1.76 0.78 3.24 2.22 10.9 2.9 11.9 1.8 1.56 0.8 1.64 0.63 3.4 1.3 3.1

ISA 6040 5 4.76 3.7 1.95 0.96 4.05 3.04 16.9 6 19.5 3.4 1.89 1.12 2.02 0.85 4.2 2 5.8 ISA 6040

6 5.65 4.4 1.99 1 4.01 3 19.9 7 22.8 4 1.88 1.11 2.01 0.85 5 2.3 6.8

8 7.37 5.8 2.07 1.08 3.93 2.92 25.4 8 29 5.2 1.86 1.1 1.98 0.84 6.5 3 8.5

ISA 6545 5 5.26 4.1 2.07 1.08 4.43 3.42 22.1 8.6 25.9 4.8 2.05 1.28 2.22 0.96 5 2.5 8 ISA 6545

6 6.25 4.9 2.11 1.12 4.39 3.38 26 10.1 30.4 5.7 2.04 1.27 2.21 0.95 5.9 3 9.4

8 8.17 6.4 2.19 1.2 4.31 3.3 33.2 12.8 38.7 7.4 2.02 1.25 2.18 0.95 7.7 3.9 11.8

ISA 7045 5 5.52 4.3 2.27 1.04 4.73 3.46 27.2 8.8 30.9 5.1 2.22 1.26 2.36 0.96 5.7 2.5 8.9 ISA 7045

6 6.56 5.2 2.32 1.09 4.68 3.41 32 10.3 36.3 6 2.21 1.25 2.35 0.96 6.8 3 10.5

8 8.58 6.7 2.4 1.16 4.6 3.34 41 13.1 46.3 7.8 2.19 1.24 2.32 0.95 8.9 3.9 13.2

10 10.52 8.3 2.48 1.24 4.52 3.26 49.3 15.6 55.4 9.5 2.16 1.22 2.29 0.95 10.9 4.8 15.5

ISA 7550 5 6.02 4.7 2.39 1.16 5.11 3.84 34.1 12.2 39.4 6.9 2.38 1.42 2.56 1.07 6.7 3.2 11.8 ISA 7550

6 7.16 5.6 2.44 1.2 5.06 3.8 40.3 14.3 46.4 8.2 2.37 1.41 2.55 1.07 8 3.8 13.9

8 9.38 7.4 2.52 1.28 4.98 3.72 51.8 18.3 59.4 10.6 2.35 1.4 2.52 1.06 10.4 4.9 17.7

10 11.52 9 2.6 1.36 4.9 3.64 62.3 21.8 71.2 12.9 2.33 1.38 2.49 1.06 12.7 6 20.9

ISA 8050 5 6.27 4.9 2.6 1.12 5.4 3.88 40.6 12.3 45.7 7.2 2.55 1.4 2.7 1.07 7.5 3.2 12.9 ISA 8050

6 7.46 5.9 2.64 1.16 5.36 3.84 48 14.4 53.9 8.5 2.54 1.39 2.69 1.07 9 3.8 15.2

8 9.78 7.7 2.72 1.24 5.27 3.76 61.9 18.5 69.3 11 2.52 1.37 2.66 1.06 11.7 4.9 19.3

10 12.02 9.4 2.81 1.32 5.19 3.68 74.7 22.1 83.3 13.5 2.49 1.36 2.63 1.06 14.4 6 22.9

ISA 9060 6 8.65 6.8 2.87 1.39 6.13 4.61 70.6 25.2 81.5 14.3 2.86 1.71 3.07 1.28 11.5 5.5 24.5 ISA 90608 11.37 8.9 2.96 1.48 6.04 4.52 91.5 32.4 105.3 18.6 2.84 1.69 3.04 1.28 15.1 7.2 31.5

10 14.01 11 3.04 1.55 5.96 4.45 110.9 39.1 127.3 22.8 2.81 1.67 3.01 1.27 18.6 8.8 37.8

12 16.57 13 3.12 1.63 5.88 4.37 129.1 45.2 147.5 26.8 2.79 1.65 2.98 1.27 22 10.3 43.3

ISA 10065 6 9.55 7.5 3.19 1.47 6.81 5.03 96.7 32.4 110.6 18.6 3.18 1.84 3.4 1.39 14.2 6.4 32.5 ISA 10065

8 12.57 9.9 3.28 1.55 6.72 4.93 125.9 41.9 143.6 24.2 3.16 1.83 3.38 1.39 18.7 8.5 42

Moment of Inertia Raddi of Gyration Moduli of Section Product

of Inertia

Ixy cm4

DesignationExtreme fibre

DesignationThickness

t (mm)

Sectional

Area (a)

cm2

Weight

 per meter 

(w) kg

Centre of Gravity

10 15.51 12.2 3.37 1.63 6.63 4.87 153.2 50.7 174.2 29.7 3.14 1.81 3.35 1.38 23.1 10.4 50.7

Page 45: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 45/53

ISA 10075 6 10.14 8 3.01 1.78 6.99 5.72 100.9 48.7 124 25.6 3.15 2.19 3.5 1.59 14.4 8.5 41 ISA 10075

8 13.36 10.5 3.1 1.87 6.9 5.63 131.6 63.3 161.3 33.6 3.14 2.18 3.48 1.59 19.1 11.2 53.4

10 16.5 13 3.19 1.95 6.81 5.55 160.4 76.9 196.1 41.2 3.12 2.16 3.45 1.58 23.6 13.8 64.7

12 19.56 15.4 3.27 2.03 6.73 5.47 187.5 89.5 228.4 48.6 3.1 2.14 3.42 1.58 27.9 16.3 74.9

ISA 12575 6 11.66 9.2 4.05 1.59 8.45 5.91 187.8 51.6 208.9 30.5 4.01 2.1 4.23 1.62 22.2 8.7 56.7 ISA 12575

8 15.38 12.1 4.15 1.68 8.35 5.82 245.5 67.2 272.8 40 4 2.09 4.21 1.61 29.4 11.5 74

10 19.02 14.9 4.24 1.76 8.26 5.74 300.3 81.6 332.9 49.1 3.97 2.07 4.18 1.61 36.3 14.2 89.9

ISA 12595 6 12.86 10.1 3.7 2.22 8.8 7.28 203.2 102.1 252.3 52.9 3.97 2.82 4.43 2.03 23.1 14 84.5 ISA 12595

8 16.98 13.3 3.8 2.31 8.7 7.19 266 133.3 329.7 69.6 3.96 2.8 4.41 2.02 30.6 18.5 110.6

10 21.02 16.5 3.88 2.39 8.62 7.11 325.8 162.7 402.9 85.6 3.94 2.78 4.38 2.02 37.8 22.9 135

12 24.98 19.6 3.96 2.47 8.54 7.03 382.6 190.4 472 101 3.91 2.76 4.35 2.01 44.8 27.1 157.7

ISA 15075 8 17.42 13.7 5.23 1.53 9.77 5.97 407.2 70.2 432.8 44.5 4.83 2.01 4.98 1.6 41.7 11.8 95.5 ISA 1507510 21.56 16.9 5.23 1.61 9.68 5.89 499.1 85.3 529.8 54.6 4.81 1.99 4.96 1.59 51.6 14.5 116.2

12 25.62 20.1 5.41 1.69 9.59 5.81 587 99.5 622.2 64.3 4.79 1.97 4.93 1.58 61.2 17.1 135.2

ISA 150115 8 20.58 16.2 4.46 2.73 10.54 8.77 465.7 238.9 581.2 123.3 4.76 3.41 5.31 2.45 44.2 27.2 195.9 ISA 150115

10 25.52 20 4.55 2.82 10.45 8.68 573.3 293.4 714.3 152.4 4.74 3.39 5.29 2.44 54.9 33.8 241

12 30.38 23.8 4.64 2.9 10.36 8.6 676.5 345.3 841.4 180.4 4.72 3.37 5.26 2.44 65.3 40.2 283.6

15 37.52 29.5 4.76 3.02 10.24 8.48 823.5 418.6 1020.9 221.2 4.69 3.34 5.22 2.43 80.4 49.4 342.8

ISA 200100 10 29.03 22.8 6.96 2.01 13.04 7.99 1210 209.2 1286.7 132.5 6.46 2.68 6.66 2.14 92.8 26.2 284.8 ISA 200100

12 34.59 27.2 7.05 2.1 12.95 7.9 1431.7 246.2 1521 156.8 6.43 2.67 6.63 2.13 110.6 31.1 335.3

15 42.78 33.6 7.18 2.22 12.82 7.78 1750.5 298.1 1856.7 191.9 6.4 2.64 6.59 2.12 136.5 38.3 405.4

ISA 200150 10 34 26.7 5.99 3.51 14.01 11.49 1377.9 669.6 1696.6 350.8 6.37 4.44 7.06 3.21 98.3 58.3 564.1 ISA 200150

12 40.56 31.8 6.08 3.6 13.92 11.4 1634.9 793.2 2010.8 417.2 6.35 4.42 7.04 3.21 117.4 69.6 669.1

15 50.25 39.4 6.2 3.72 13.8 11.28 2005.6 969.9 2461.9 513.6 6.32 4.39 7 3.2 145.4 86 818.5

18 59.76 46.9 6.33 3.84 13.67 11.16 2359.4 1136.9 2889.5 606.9 6.28 4.36 6.95 3.19 172.5 101.9 958.1

B k

Page 47: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 47/53

Back

Centre of 

Gravity

stance o

ExtremeMoment of 

Inertia

Raddi of 

GyrationThickness tSectional Weight per 

Page 48: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 48/53

Gravityfibre

Inertia Gyration

Cxx cm Cyy cm exx cm eyy cm Ixx cm4

Iyy cm4

Iuu cm4

Ivv cm4 r xx cm r yy cm r uu cm r vv cm

Column1 Column2 Column3 Column4 Column5 Column6 Column7 Column8 Column9 Column10 Column11 Column12 Column13 Column14 Column15 Column16

ISA 100x100x10 10 19.03 14.9 2.84 2.84 7.16 7.16 177 177 282.2 71.8 3.05 3.05 3.85 1.94

ISA 100x100x12 12 22.59 17.7 2.92 2.92 7.08 7.08 207 207 329.3 84.7 3.03 3.03 3.82 1.94

ISA 100x100x6 6 11.67 9.2 2.67 2.67 7.33 7.33 111.3 111.3 178.1 44.5 3.09 3.09 3.91 1.95

ISA 100x100x8 8 15.39 12.1 2.76 2.76 7.24 7.24 145.1 145.1 231.8 58.4 3.07 3.07 3.88 1.95

ISA 100x65x10 10 15.51 12.2 3.37 1.63 6.63 4.87 153.2 50.7 174.2 29.7 3.14 1.81 3.35 1.38

ISA 100x65x6 6 9.55 7.5 3.19 1.47 6.81 5.03 96.7 32.4 110.6 18.6 3.18 1.84 3.4 1.39

ISA 100x65x8 8 12.57 9.9 3.28 1.55 6.72 4.93 125.9 41.9 143.6 24.2 3.16 1.83 3.38 1.39

ISA 100x75x10 10 16.5 13 3.19 1.95 6.81 5.55 160.4 76.9 196.1 41.2 3.12 2.16 3.45 1.58

ISA 100x75x12 12 19.56 15.4 3.27 2.03 6.73 5.47 187.5 89.5 228.4 48.6 3.1 2.14 3.42 1.58

ISA 100x75x6 6 10.14 8 3.01 1.78 6.99 5.72 100.9 48.7 124 25.6 3.15 2.19 3.5 1.59ISA 100x75x8 8 13.36 10.5 3.1 1.87 6.9 5.63 131.6 63.3 161.3 33.6 3.14 2.18 3.48 1.59

ISA 110x110x10 10 21.06 16.5 3.08 3.08 7.92 7.92 238.4 238.4 380.5 96.3 3.36 3.36 4.25 2.14

ISA 110x110x12 12 25.02 19.6 3.16 3.16 7.84 7.84 279.6 279.6 445.3 113.8 3.34 3.34 4.22 2.13

ISA 110x110x15 15 30.81 24.2 3.27 3.27 7.73 7.73 337.4 337.4 535.4 139.3 3.31 3.31 4.17 2.13

ISA 110x110x8 8 17.02 13.4 3 3 8 8 195 195 311.7 78.2 3.38 3.38 4.28 2.14

ISA 125x75x10 10 19.02 14.9 4.24 1.76 8.26 5.74 300.3 81.6 332.9 49.1 3.97 2.07 4.18 1.61

ISA 125x75x6 6 11.66 9.2 4.05 1.59 8.45 5.91 187.8 51.6 208.9 30.5 4.01 2.1 4.23 1.62

ISA 125x75x8 8 15.38 12.1 4.15 1.68 8.35 5.82 245.5 67.2 272.8 40 4 2.09 4.21 1.61

ISA 125x95x10 10 21.02 16.5 3.88 2.39 8.62 7.11 325.8 162.7 402.9 85.6 3.94 2.78 4.38 2.02

ISA 125x95x12 12 24.98 19.6 3.96 2.47 8.54 7.03 382.6 190.4 472 101 3.91 2.76 4.35 2.01

ISA 125x95x6 6 12.86 10.1 3.7 2.22 8.8 7.28 203.2 102.1 252.3 52.9 3.97 2.82 4.43 2.03

ISA 125x95x8 8 16.98 13.3 3.8 2.31 8.7 7.19 266 133.3 329.7 69.6 3.96 2.8 4.41 2.02

ISA 130x130x10 10 25.06 19.7 3.58 3.58 9.42 9.42 402.7 402.7 643.4 162.1 4.01 4.01 5.07 2.54

ISA 130x130x12 12 29.82 23.4 3.66 3.66 9.34 9.34 473.8 473.8 755.9 191.8 3.99 3.99 5.03 2.54

ISA 130x130x15 15 36.81 28.9 3.78 3.78 9.22 9.22 574.6 574.6 914.2 235 3.95 3.95 4.98 2.53

ISA 130x130x8 8 20.22 15.9 3.5 3.5 9.5 9.5 328.3 328.3 525.1 131.4 4.03 4.03 5.1 2.55

ISA 150x115x10 10 25.52 20 4.55 2.82 10.45 8.68 573.3 293.4 714.3 152.4 4.74 3.39 5.29 2.44

ISA 150x115x12 12 30.38 23.8 4.64 2.9 10.36 8.6 676.5 345.3 841.4 180.4 4.72 3.37 5.26 2.44

ISA 150x115x15 15 37.52 29.5 4.76 3.02 10.24 8.48 823.5 418.6 1020.9 221.2 4.69 3.34 5.22 2.43

ISA 150x115x8 8 20.58 16.2 4.46 2.73 10.54 8.77 465.7 238.9 581.2 123.3 4.76 3.41 5.31 2.45

ISA 150x150x10 10 29.03 22.8 4.06 4.06 10.94 10.94 622.4 622.4 995.4 249.4 4.63 4.63 5.86 2.93ISA 150x150x12 12 34.59 27.2 4.14 4.14 10.86 10.86 735.4 735.4 1174.8 296 4.61 4.61 5.83 2.93

ISA 150x150x15 15 42.78 33.6 4.26 4.26 10.74 10.74 896.8 896.8 1429.7 363.8 4.58 4.58 5.78 2.92

ISA 150x150x18 18 50.79 39.9 4.38 4.38 10.62 10.62 1048 1048 1668.2 429.5 4.54 4.54 5.73 2.91

ISA 150x75x10 10 21.56 16.9 5.23 1.61 9.68 5.89 499.1 85.3 529.8 54.6 4.81 1.99 4.96 1.59

ISA 150x75x12 12 25.62 20.1 5.41 1.69 9.59 5.81 587 99.5 622.2 64.3 4.79 1.97 4.93 1.58

ISA 150x75x8 8 17.42 13.7 5.23 1.53 9.77 5.97 407.2 70.2 432.8 44.5 4.83 2.01 4.98 1.6

ISA 200x100x10 10 29.03 22.8 6.96 2.01 13.04 7.99 1210 209.2 1286.7 132.5 6.46 2.68 6.66 2.14

ISA 200x100x12 12 34.59 27.2 7.05 2.1 12.95 7.9 1431.7 246.2 1521 156.8 6.43 2.67 6.63 2.13

ISA 200x100x15 15 42.78 33.6 7.18 2.22 12.82 7.78 1750.5 298.1 1856.7 191.9 6.4 2.64 6.59 2.12

ISA 200x150x10 10 34 26.7 5.99 3.51 14.01 11.49 1377.9 669.6 1696.6 350.8 6.37 4.44 7.06 3.21

ISA 200x150x12 12 40.56 31.8 6.08 3.6 13.92 11.4 1634.9 793.2 2010.8 417.2 6.35 4.42 7.04 3.21ISA 200x150x15 15 50.25 39.4 6.2 3.72 13.8 11.28 2005.6 969.9 2461.9 513.6 6.32 4.39 7 3.2

ISA 200x150x18 18 59.76 46.9 6.33 3.84 13.67 11.16 2359.4 1136.9 2889.5 606.9 6.28 4.36 6.95 3.19

ISA 200x200x12 12 46.61 36.6 5.36 5.36 14.64 14.64 1788.9 1788.9 2862 715.9 6.2 6.2 7.84 3.92

ISA 200x200x15 15 57.8 45.4 5.49 5.49 14.51 14.51 2197.7 2197.7 3511.8 883.7 6.17 6.17 7.79 3.91

ISA 200x200x18 18 68.81 54 5.61 5.61 14.39 14.39 2588.7 2588.7 4130.8 1046.5 6.13 6.13 7.75 3.9

ISA 200x200x25 25 93.8 73.6 5.88 5.88 14.12 14.12 3436 3436 5460.9 1411.6 6.05 6.05 7.63 3.88

DesignationThickness t

(mm)Area (a)

cm2

meter (w)

kg

ISA 20x20x3 3 1.12 0.9 0.59 0.59 1.41 1.41 0.4 0.4 0.6 0.2 0.58 0.58 0.73 0.37

ISA 20x20x4 4 1.45 1.1 0.63 0.63 1.37 1.37 0.5 0.5 0.8 0.2 0.58 0.58 0.72 0.37

ISA 25 25 3 3 1 41 1 1 0 71 0 71 1 79 1 79 0 8 0 8 1 2 0 3 0 73 0 73 0 93 0 47

Page 49: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 49/53

ISA 25x25x3 3 1.41 1.1 0.71 0.71 1.79 1.79 0.8 0.8 1.2 0.3 0.73 0.73 0.93 0.47

ISA 25x25x4 4 1.84 1.4 0.75 0.75 1.75 1.75 1 1 1.6 0.4 0.73 0.73 0.91 0.47

ISA 25x25x5 5 2.25 1.8 0.79 0.79 1.71 1.71 1.2 1.2 1.8 0.5 0.72 0.72 0.91 0.47

ISA 30x20x3 3 1.41 1.1 0.98 0.49 2.02 1.51 1.2 0.4 1.4 0.2 0.92 0.54 0.99 0.41

ISA 30x20x4 4 1.84 1.4 1.02 0.53 1.98 1.47 1.5 0.5 1.8 0.3 0.92 0.54 0.98 0.41

ISA 30x20x5 5 2.25 1.8 1.06 0.57 1.94 1.43 1.9 0.6 2.1 0.4 0.91 0.53 0.97 0.41

ISA 30x30x3 3 1.73 1.4 0.83 0.83 2.17 2.17 1.4 1.4 2.2 0.6 0.89 0.89 1.13 0.57

ISA 30x30x4 4 2.26 1.8 0.87 0.87 2.13 2.13 1.8 1.8 2.8 0.7 0.89 0.89 1.12 0.57

ISA 30x30x5 5 2.77 2.2 0.92 0.92 2.08 2.08 2.1 2.1 3.4 0.9 0.88 0.88 1.11 0.57

ISA 35x35x3 3 2.03 1.6 0.95 0.95 2.55 2.55 2.3 2.3 3.6 0.9 1.05 1.05 1.33 0.67

ISA 35x35x4 4 2.66 2.1 1 1 2.5 2.5 2.9 2.9 4.7 1.2 1.05 1.05 1.32 0.67

ISA 35x35x5 5 3.27 2.6 1.04 1.04 2.46 2.46 3.5 3.5 5.6 1.5 1.04 1.04 1.31 0.67

ISA 35x35x6 6 3.86 3 1.08 1.08 2.42 2.42 4.1 4.1 6.5 1.7 1.03 1.03 1.29 0.67

ISA 40x25x3 3 1.88 1.5 1.3 0.57 2.7 1.93 3 0.9 3.3 0.5 1.25 0.68 1.33 0.52

ISA 40x25x4 4 2.46 1.9 1.35 0.62 2.65 1.88 3.8 1.1 4.3 0.7 1.25 0.68 1.32 0.52ISA 40x25x5 5 3.02 2.4 1.39 0.66 2.61 1.84 4.6 1.4 5.1 0.8 1.24 0.67 1.31 0.52

ISA 40x25x6 6 3.56 2.8 1.43 0.69 2.57 1.81 5.4 1.6 5.9 1 1.23 0.66 1.29 0.52

ISA 40x40x3 3 2.34 1.8 1.08 1.08 2.92 2.92 3.4 3.4 5.5 1.4 1.21 1.21 1.54 0.77

ISA 40x40x4 4 3.07 2.4 1.12 1.12 2.88 2.88 4.5 4.5 7.1 1.8 1.21 1.21 1.53 0.77

ISA 40x40x5 5 3.78 3 1.16 1.16 2.84 2.84 5.4 5.4 8.6 2.2 1.2 1.2 1.51 0.77

ISA 40x40x6 6 4.47 3.5 1.2 1.2 2.8 2.8 6.3 6.3 10 2.6 1.19 1.19 1.5 0.77

ISA 45x30x3 3 2.18 1.7 1.42 0.69 3.08 2.31 4.4 1.5 5 0.9 1.42 0.84 1.52 0.63

ISA 45x30x4 4 2.86 2.2 1.47 0.73 3.03 2.27 5.7 2 6.5 1.1 1.41 0.84 1.51 0.63

ISA 45x30x5 5 3.52 2.8 1.51 0.77 2.99 2.23 6.9 2.4 7.9 1.4 1.4 0.83 1.5 0.63

ISA 45x30x6 6 4.16 3.3 1.55 0.81 2.95 2.19 8 2.8 9.2 1.7 1.39 0.82 1.49 0.63

ISA 45x45x3 3 2.64 2.1 1.2 1.2 3.3 3.3 5 5 8 2 1.38 1.38 1.74 0.87ISA 45x45x4 4 3.47 2.7 1.25 1.25 3.25 3.25 6.5 6.5 10.4 2.6 1.37 1.37 1.73 0.87

ISA 45x45x5 5 4.28 3.4 1.29 1.29 3.21 3.21 7.9 7.9 12.6 3.2 1.36 1.36 1.72 0.87

ISA 45x45x6 6 5.07 4 1.33 1.33 3.17 3.17 9.2 9.2 14.6 3.8 1.35 1.35 1.7 0.87

ISA 50x30x3 3 2.34 1.8 1.63 0.65 3.37 2.35 5.9 1.6 6.5 1 1.59 0.82 1.67 0.65

ISA 50x30x4 4 3.07 2.4 1.68 0.7 3.33 2.3 7.7 2.1 8.5 1.2 1.58 0.82 1.66 0.63

ISA 50x30x5 5 3.78 3 1.72 0.74 3.28 2.26 9.3 2.5 10.3 1.5 1.57 0.81 1.65 0.63

ISA 50x30x6 6 4.47 3.5 1.76 0.78 3.24 2.22 10.9 2.9 11.9 1.8 1.56 0.8 1.64 0.63

ISA 50x50x3 3 2.95 2.3 1.32 1.32 3.68 3.68 6.9 6.9 11.1 2.8 1.53 1.53 1.94 0.97

ISA 50x50x4 4 3.88 3 1.37 1.37 3.63 3.63 9.1 9.1 14.5 3.6 1.53 1.53 1.93 0.97

ISA 50x50x5 5 4.79 3.8 1.41 1.41 3.59 3.59 11 11 17.6 4.5 1.52 1.52 1.92 0.97

ISA 50x50x6 6 5.68 4.5 1.45 1.45 3.55 3.55 12.9 12.9 20.6 5.3 1.51 1.51 1.9 0.96

ISA 55x55x10 10 10.02 7.9 1.72 1.72 3.78 3.78 26.3 26.3 41.5 11.2 1.62 1.62 2.03 1.06

ISA 55x55x5 5 5.27 4.1 1.53 1.53 3.97 3.97 14.7 14.7 23.5 5.9 1.67 1.67 2.11 1.06

ISA 55x55x6 6 6.26 4.9 1.57 1.57 3.93 3.93 17.3 17.3 27.5 7 1.66 1.66 2.1 1.06

ISA 55x55x8 8 8.18 6.4 1.65 1.65 3.85 3.85 22 22 34.9 9.1 1.64 1.64 2.07 1.06

ISA 60x40x5 5 4.76 3.7 1.95 0.96 4.05 3.04 16.9 6 19.5 3.4 1.89 1.12 2.02 0.85

ISA 60x40x6 6 5.65 4.4 1.99 1 4.01 3 19.9 7 22.8 4 1.88 1.11 2.01 0.85

ISA 60x40x8 8 7.37 5.8 2.07 1.08 3.93 2.92 25.4 8 29 5.2 1.86 1.1 1.98 0.84

ISA 60x60x10 10 11 8.6 1.85 1.85 4.15 4.15 34.8 34.8 54.9 14.6 1.78 1.78 2.23 1.15

ISA 60x60x5 5 5.75 4.5 1.65 1.65 4.35 4.35 19.2 19.2 30.6 7.7 1.82 1.82 2.31 1.16

ISA 60x60x6 6 6.84 5.4 1.69 1.69 4.31 4.31 22.6 22.6 36 9.1 1.82 1.82 2.29 1.15ISA 60x60x8 8 8.96 7 1.77 1.77 4.23 4.23 29 29 46 11.9 1.8 1.8 2.27 1.15

ISA 65x45x5 5 5.26 4.1 2.07 1.08 4.43 3.42 22.1 8.6 25.9 4.8 2.05 1.28 2.22 0.96

ISA 65x45x6 6 6.25 4.9 2.11 1.12 4.39 3.38 26 10.1 30.4 5.7 2.04 1.27 2.21 0.95

ISA 65x45x8 8 8.17 6.4 2.19 1.2 4.31 3.3 33.2 12.8 38.7 7.4 2.02 1.25 2.18 0.95

ISA 65x65x10 10 12 9.4 1.97 1.97 4.53 4.53 45 45 71.3 18.8 1.94 1.94 2.44 1.25

ISA 65x65x5 5 6.25 4.9 1.77 1.77 4.73 4.73 24.7 24.7 39.4 9.9 1.99 1.99 2.51 1.26

ISA 65x65x6 6 7.44 5.8 1.81 1.81 4.69 4.69 29.1 29.1 46.5 11.7 1.98 1.98 2.5 1.26

ISA 65x65x8 8 9.76 7.7 1.89 1.89 4.61 4.61 37.4 37.4 59.5 15.3 1.96 1.96 2.47 1.25

ISA 70x45x10 10 10.52 8.3 2.48 1.24 4.52 3.26 49.3 15.6 55.4 9.5 2.16 1.22 2.29 0.95

ISA 70x45x5 5 5 52 4 3 2 27 1 04 4 73 3 46 27 2 8 8 30 9 5 1 2 22 1 26 2 36 0 96

Page 50: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 50/53

ISA 70x45x5 5 5.52 4.3 2.27 1.04 4.73 3.46 27.2 8.8 30.9 5.1 2.22 1.26 2.36 0.96

ISA 70x45x6 6 6.56 5.2 2.32 1.09 4.68 3.41 32 10.3 36.3 6 2.21 1.25 2.35 0.96

ISA 70x45x8 8 8.58 6.7 2.4 1.16 4.6 3.34 41 13.1 46.3 7.8 2.19 1.24 2.32 0.95

ISA 70x70x10 10 13.02 10.2 2.1 2.1 4.9 4.9 57.2 57.2 90.7 23.7 2.1 2.1 2.64 1.35

ISA 70x70x5 5 6.77 5.3 1.89 1.89 5.11 5.11 31.1 31.1 49.8 12.5 2.15 2.15 2.71 1.36

ISA 70x70x6 6 8.06 6.3 1.94 1.94 5.06 5.06 36.8 36.8 58.8 14.8 2.14 2.14 2.7 1.36

ISA 70x70x8 8 10.58 8.3 2.02 2.02 4.98 4.98 47.4 47.4 75.5 19.3 2.12 2.12 2.67 1.35

ISA 75x50x10 10 11.52 9 2.6 1.36 4.9 3.64 62.3 21.8 71.2 12.9 2.33 1.38 2.49 1.06

ISA 75x50x5 5 6.02 4.7 2.39 1.16 5.11 3.84 34.1 12.2 39.4 6.9 2.38 1.42 2.56 1.07

ISA 75x50x6 6 7.16 5.6 2.44 1.2 5.06 3.8 40.3 14.3 46.4 8.2 2.37 1.41 2.55 1.07

ISA 75x50x8 8 9.38 7.4 2.52 1.28 4.98 3.72 51.8 18.3 59.4 10.6 2.35 1.4 2.52 1.06

ISA 75x75x10 10 14.02 11 2.22 2.22 5.28 5.28 71.4 71.4 113.3 29.4 2.26 2.26 2.84 1.45

ISA 75x75x5 5 7.27 5.7 2.02 2.02 5.48 5.48 38.7 38.7 61.9 15.5 2.31 2.31 2.92 1.46

ISA 75x75x6 6 8.66 6.8 2.06 2.06 5.44 5.44 45.7 45.7 73.1 18.4 2.3 2.3 2.91 1.46

ISA 75x75x8 8 11.38 8.9 2.14 2.14 5.36 5.36 59 59 94.1 24 2.28 2.28 2.88 1.45ISA 80x50x10 10 12.02 9.4 2.81 1.32 5.19 3.68 74.7 22.1 83.3 13.5 2.49 1.36 2.63 1.06

ISA 80x50x5 5 6.27 4.9 2.6 1.12 5.4 3.88 40.6 12.3 45.7 7.2 2.55 1.4 2.7 1.07

ISA 80x50x6 6 7.46 5.9 2.64 1.16 5.36 3.84 48 14.4 53.9 8.5 2.54 1.39 2.69 1.07

ISA 80x50x8 8 9.78 7.7 2.72 1.24 5.27 3.76 61.9 18.5 69.3 11 2.52 1.37 2.66 1.06

ISA 80x80x10 10 15.05 11.8 2.34 2.34 5.66 5.66 87.7 87.7 139.5 36 2.41 2.41 3.04 1.55

ISA 80x80x12 12 17.81 14 2.42 2.42 5.58 5.58 101.9 101.9 161.4 42.4 2.39 2.39 3.01 1.54

ISA 80x80x6 6 9.29 7.3 2.18 2.18 5.28 5.28 56 56 89.6 22.5 2.46 2.46 3.11 1.56

ISA 80x80x8 8 12.21 9.6 2.27 2.27 5.73 5.73 72.5 72.5 115.6 29.4 2.44 2.44 3.08 1.55

ISA 90x60x10 10 14.01 11 3.04 1.55 5.96 4.45 110.9 39.1 127.3 22.8 2.81 1.67 3.01 1.27

ISA 90x60x12 12 16.57 13 3.12 1.63 5.88 4.37 129.1 45.2 147.5 26.8 2.79 1.65 2.98 1.27

ISA 90x60x6 6 8.65 6.8 2.87 1.39 6.13 4.61 70.6 25.2 81.5 14.3 2.86 1.71 3.07 1.28ISA 90x60x8 8 11.37 8.9 2.96 1.48 6.04 4.52 91.5 32.4 105.3 18.6 2.84 1.69 3.04 1.28

ISA 90x90x10 10 17.03 13.4 2.59 2.59 6.41 6.41 126.7 126.7 201.9 51.6 2.73 2.73 3.44 1.74

ISA 90x90x12 12 20.19 15.8 2.66 2.66 6.34 6.34 147.9 147.9 234.9 60.9 2.71 2.71 3.41 1.74

ISA 90x90x6 6 10.47 8.2 2.42 2.42 6.58 6.58 80.1 80.1 128.1 32 2.77 2.77 3.5 1.75

ISA 90x90x8 8 13.79 10.8 2.51 2.51 6.49 6.49 104.2 104.2 166.4 42 2.75 2.75 3.47 1.75

Moduli of 

Section Height ThicknessProduct of 

Inertia I Width (mm)

Page 51: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 51/53

Zxx cm3

Zyy cm3

Column17 Column18 Column19 100 1002 6

24.7 24.7 104.4 100 100 10

29.2 29.2 121.6 100 100 12

15.2 15.2 65.7 100 100 6

20 20 85.8 100 100 8

23.1 10.4 50.7 100 65 10

14.2 6.4 32.5 100 65 6

18.7 8.5 42 100 65 8

23.6 13.8 64.7 100 75 10

27.9 16.3 74.9 100 75 12

14.4 8.5 41 100 75 619.1 11.2 53.4 100 75 8

30.1 30.1 140.6 110 110 10

35.7 35.7 164.5 110 110 12

43.7 43.7 197 110 110 15

24.4 24.4 115.1 110 110 8

36.3 14.2 89.9 125 75 10

22.2 8.7 56.7 125 75 6

29.4 11.5 74 125 75 8

37.8 22.9 135 125 95 10

44.8 27.1 157.7 125 95 12

23.1 14 84.5 125 95 6

30.6 18.5 110.6 125 95 8

42.7 42.7 238.3 130 130 10

50.7 50.7 279.9 130 130 12

62.3 62.3 337.8 130 130 15

34.5 34.5 194.2 130 130 8

54.9 33.8 241 150 115 10

65.3 40.2 283.6 150 115 12

80.4 49.4 342.8 150 115 15

44.2 27.2 195.9 150 115 8

56.9 56.9 368.2 150 150 1067.7 67.7 435 150 150 12

83.5 83.5 529.1 150 150 15

98.7 98.7 616 150 150 18

51.6 14.5 116.2 150 75 10

61.2 17.1 135.2 150 75 12

41.7 11.8 95.5 150 75 8

92.8 26.2 284.8 200 100 10

110.6 31.1 335.3 200 100 12

136.5 38.3 405.4 200 100 15

98.3 58.3 564.1 200 150 10

117.4 69.6 669.1 200 150 12145.4 86 818.5 200 150 15

172.5 101.9 958.1 200 150 18

122.2 122.2 1058.9 200 200 12

151.4 151.4 1301.2 200 200 15

179.9 179.9 1530.5 200 200 18

243.3 243.3 2015.7 200 200 25

(mm) (mm)Inertia Ixy

cm4

Width (mm)

0.3 0.3 0.2 20 20 3

0.4 0.4 0.3 20 20 4

0.4 0.4 0.4 25 25 3

Page 52: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 52/53

0.4 0.4 0.4 25 25 3

0.6 0.6 0.6 25 25 4

0.7 0.7 0.7 25 25 5

0.6 0.3 0.4 30 20 3

0.8 0.4 0.5 30 20 4

1 0.4 0.6 30 20 5

0.6 0.6 0.8 30 30 3

0.8 0.8 1 30 30 4

1 1 1.2 30 30 5

0.9 0.9 1.3 35 35 3

1.2 1.2 1.7 35 35 4

1.4 1.4 2.1 35 35 5

1.7 1.7 2.4 35 35 6

1.1 0.5 0.9 40 25 3

1.4 0.6 1.2 40 25 41.8 0.7 1.4 40 25 5

2.1 0.9 1.6 40 25 6

1.2 1.2 2 40 40 3

1.6 1.6 2.6 40 40 4

1.9 1.9 3.2 40 40 5

2.3 2.3 3.7 40 40 6

1.4 0.7 1.5 45 30 3

1.9 0.9 1.9 45 30 4

2.3 1.1 2.3 45 30 5

2.7 1.3 2.7 45 30 6

1.5 1.5 2.9 45 45 32 2 3.8 45 45 4

2.5 2.5 4.6 45 45 5

2.9 2.9 5.4 45 45 6

1.7 0.7 1.7 50 30 3

2.3 0.9 2.3 50 30 4

2.8 1.1 2.7 50 30 5

3.4 1.3 3.1 50 30 6

1.9 1.9 4.1 50 50 3

2.5 2.5 5.3 50 50 4

3.1 3.1 6.5 50 50 5

3.6 3.6 7.6 50 50 6

7 7 15.1 55 55 10

3.7 3.7 8.6 55 55 5

4.4 4.4 10.1 55 55 6

5.7 5.7 12.8 55 55 8

4.2 2 5.8 60 40 5

5 2.3 6.8 60 40 6

6.5 3 8.5 60 40 8

8.4 8.4 20.1 60 60 10

4.4 4.4 11.3 60 60 5

5.2 5.2 13.3 60 60 66.8 6.8 16.9 60 60 8

5 2.5 8 65 45 5

5.9 3 9.4 65 45 6

7.7 3.9 11.8 65 45 8

9.9 9.9 26.2 65 65 10

5.2 5.2 14.5 65 65 5

6.2 6.2 17.2 65 65 6

8.1 8.1 22 65 65 8

10.9 4.8 15.5 70 45 10

5.7 2.5 8.9 70 45 5

Page 53: ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx

http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 53/53

6.8 3 10.5 70 45 6

8.9 3.9 13.2 70 45 8

11.7 11.7 33.3 70 70 10

6.1 6.1 18.4 70 70 5

7.3 7.3 21.7 70 70 6

9.5 9.5 27.9 70 70 8

12.7 6 20.9 75 50 10

6.7 3.2 11.8 75 50 5

8 3.8 13.9 75 50 6

10.4 4.9 17.7 75 50 8

13.5 13.5 41.7 75 75 10

7.1 7.1 22.8 75 75 5

8.4 8.4 27 75 75 6

11 11 34.8 75 75 814.4 6 22.9 80 50 10

7.5 3.2 12.9 80 50 5

9 3.8 15.2 80 50 6

11.7 4.9 19.3 80 50 8

15.5 15.5 51.4 80 80 10

18.3 18.3 59.2 80 80 12

9.6 9.6 33 80 80 6

12.6 12.6 42.7 80 80 8

18.6 8.8 37.8 90 60 10

22 10.3 43.3 90 60 12

11.5 5.5 24.5 90 60 615.1 7.2 31.5 90 60 8

19.8 19.8 74.5 90 90 10

23.3 23.3 86.5 90 90 12

12.2 12.2 47.2 90 90 6

16 16 61.5 90 90 8